HomeMy WebLinkAbout479 BASE LINE RD. SUBDIVISION IMPROVEMENT PLANS
TRACT NO. 7939
Curb RM. Curb Rtn. Q
jr d =90° J – SUBMITTED FOR APPROVAL BY
R=20' 9-- 20 517eet3 ,, ANDREASEN ENGINEERING CO.
L =3/.42 L =31,d2'
/#3 Continuous 7-:20,00' T=20.00' BAL SA ST.
Q 5x/sf grawwl Const PC.C. Blank Moll goer section $-9 � Sheet l � � R.E. 8205
APPROVED BY CHECKED DATE
ax B See Sheet 3
SAN BERNARDINO COUNTY ROAD COMMISSIONER
0' 0` '� Sheet2 ``' �_
2 B �� 18'-
f1,11 ,&11Qe _ � _ .
ce//s Wd'17grout \ �c 4 4, GLfNyYG�/� S , s gyp. W
' DEPUTY DATE
--Omit mortar in vertical 5\a gf OS OS
r cvur- a �� I 5�J SHEET N O. / i OF 3 SHEETS
03 Ca?11,; uous� ,/o1nfs in /owe s c XO2
�J V � I I � V c \
1 ( Ci a0 0 v Z
d V GLENWOOO ST v)
c �, ��, C ti � � Sheet 3 L NOTES
�d �� h Q. 'o x a� '( �, /. Al/ work shall be done in accordance with these /ansand the
5 /9 J /7 < F'22 2/ /8 �. ► \6 0 /966 Standards and S,oecificafions of the Count of San Bernan7inoBench /)dark Data- Chiz. ,c"1n steps of church N.W cor Church
- v b <SECT/ON B B '! 0 �r 3 I a �g I a St /' .4rchiba/d Ave. E/ev /280. 55
G° �a ' �6 I 0 �N�EX MAP
3. Street markers per San Bernardino County Std. No. 303 e303,4o --� shall be constructed at each intersection.
a�
D.E. e �es or substructures of any kindot nshown on
� 4. A//P P l�
these p/ans wlXlwln the /emits of this su6d vision or in
e
h o adjacent areas where work is to be done shall
BALSA _ _ 9 �
ao m
%tip ��' �'�' �ti�'� ti'ti� STREET �' 0909 , s�° o��` "' be removed or relocated as required at no cost to the
Const 3.� /.f, Barricade —
�'
SIO'De Per Std 305�`305a �� g �% R°� ` , 9 San Bernardino County Roar' DePa�-tment
� \1\-/0 b,- � W 6.. _ _ W s d �o ,� 5. Compaction tests of embankment constructibn, trench
N backfill, and a// subgrades shall be performed of no cost
0V - to San Bernardino County) and a written report shall be
o - submitted to the Contracts Administration Divi:s of the
County Road Department for approval, prior to placement
�ca 5\ v, of base inaterl8/s and surfacing.
\x op I lV I �S KQe ��a c� �, cN Rcy _ Sr 6. The responsibility of adJusting In covers, paving
Qe \e repair, and paving replacement in connection with subdivis/on
I
23 /2 /3 /4 a 6 ,Go /5 /6 `�° sewer hi7e msta//ations wi/l be theo
req oosibility of the
h I �o 6
W �. owner, and shall be accomplished in compliance with
< ( Luti G p,2 a ,
� � I v �Q. d, �Q �b ` Ordnance No. 8/5, Section 203, 209, and 2/0•
I Q 5 k� y �'� % Ashen curb de resslons arrn
e vioed' for drivewa s coin /ete
°� \� G0� QG� 7. driveway construction will be requi�eo'ib accor6/7 ce with
18' /8' 4' County Road Department Standard Drawing No. /28 and
30' (,°n related specifications.
See She& 2
sfr Eurosec , A how
At e r /e '
Curb /?//7 Curb Rtn.
d- go, d- 9,1
.� on the n rno Ino un Poo Oe frn t fo
R=20 R=2D ' on evo do v W eve
L = 3/.42' L =3/. 12' eveA obe w r7 a/°
T=2000 T=20.00' PLAN SCALE Structural S eci ton NvvravA s ec n ui me S e cn et.
Added 2' Min. Dimension to Block Wall
MARK REVISIONS APPR DATE
II
12 13 14 I5 - _ I6 __ _
ESTIMATE OF QUANT/TIES
PROFILE SCALES /. 61, 670 sf. 0.25 ' A. C. Pavement
/9/ If OCC Curti only
c° v% °/a°/ °/ v 31.42' 4. 11517 s.f ACC Crossross_gross utter'
/320 WQ 9'4%°/4°/a 8B0 S/' Arc s/!I'e`Vo%/c
W m v 6. 170 Lf. Sarrlcvde
a �, �, t► F
N m �o acv 7. 3 ea. Ad ust S.41
M o ti 8. 4 ea. SI` Markers
o 0 9. 71000 cy. Street excavotion
sow o h /0, 34 /.f. ,eemove Barrr?an'e
~' TOS° Nom a O m
A 466 /f. P.C.C. Bloc,- {yol/
a o fh Curb 12, 2 eo Ael
4i\ m -iso/ _iso/
1320 ' _�8O o r 1310
a
Ex�sf � op a
.4 o, o
°/4 °/4°/4a 3/.42'
V M� W v
N
0 ha � � � �► �� 1310
19
90 o S
o �
South / o h o
0
_1601
Too
, South Cur(
�ep� ro 1310
° 0 E
vI
C) 4 ,�
BALSA STREET
TRACT NO. 7939
SUBDIVISION IMPROVEMENT PLANS
60'
60
30' 30' 3O 3° TRACT NO. 7
3 /2' /8' /B' /2' W /2' 1B
SUBMITTED FOR APPROVAL BY
05' 4' 6" /2' /2' 6' Q' 4' OS' 0.5' � 6' /2' /2 6' " 0.5 ANDREASEN ENGINEERING CO.
o./�' 35 Curve Data Curve Data
035, n 0.60 0.96 0.65 039 „ a=7 /449 a=728 50
S�O e` �Q`.•/' Leve/ L��e
%510p—e:
�� �° S/o e. /Q /, Leve/ blame Slo e' R=300 L=37.95 T=19.00 W 0 8=3.30 L =Q3.OB R.E. 8205
8c",f c{. a - Tf�' E.Cb. R=3/8 L =do.22 !V Cb. R= ,3/8 L =4/.52
Consul"PC.C. S�dewa/k Co�std'PC.C. Sib'ewelk Co 4"P.C.C. Sidewa/k 8c.{ P�-; Consf 4 PCC. Sidewa/k E. f� R=330 L=4/.74 � R= 300 L =39./7 T=/9.6/ PPROVED BY CHECKED DATE
Per Std. /09 Const 0.25 A.C. Pavement Per Std. /09 Per Std. /09 �r Const. 0.25;4.0. Pavement Per Std. /09 E.Cb. R=282 L =,36.82 SAN BERNARDINO COUNTY ROAD COMMISSIONER
E.� R=270 L =35.25 r(�p
Const P.C.C. Curb �`/B"Gufter TYPICAL SECT/ON onsf PC.C. Curb �`/B"Gutter Const. PC.C. Curb �'/8��Gutter Const P. C.C. Curb �'/B Gutfer � DEPUTY DATE 7'�
Per Std. //S KL USMAN AVENUE Per sAd. //5 Per Std, //5 TYPICAL SECT/ON Per Std 115
L EUC/TE AVENUE KL USMAN AVENUE S H E E N O. z OF 3 SHEETS
SeeBALSA STREET GLENWOOD STREET .30 At 34 f i_-
p Curb RM. 112'11 8' l8' l '
Curb Rm. Curb Alm. �
'6 Z900
Curb Pn < d=89Q5 59 4' d R 2050 R=20
R�20 05 05 0
cry 4=97 29 SD See At Ri9h 2' 6~ L =3/33 L =34.0,3' o1i L -:31d2
�
R=10 30' 30' O
T=22BO 77-:20.00'
' T L=34.03 2' l8' /B' A T=/992 � r
_ 4
05
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05 1�j
o v
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SETON A -A
(A.cCal of wo//) AVENUE
K.
6„1
Const34fBarricade OZ LEUC/T �,Const 34 /fBA30S� 305aS/o e Per STslope Per Std305N
/o Ci
BENCH
ENCH MAR,KV � /2 Chez. "a"in• s
feos.
of
Oh
rc
h� m
�' � /V11! Corner Church Sf
+9 h Archlbald Ave
� , 2�o 8 , � o CurbRn.m 25 d=90 ao 5/ 1280, 55
� CCurb Rtn. 04rt05 05urb Rnd=9/°/552 e=884408 r=2000 /8 /° /8 /e
R=2o11301-
30 R=10R=20 PLAN SCALE � 30
3/ 3 See At Right 40 h L =3/86 L=3097
See Shee3
T=/9.92' m T=2o4.5 See Shee
4 7 8 9 3 6 T m SPROFILESCALES
Horli / = QO "j� + 1.6-6 710
Verf "_ 31.33 /a °/a °/avr6 � ko
2.
h �34.03' � 4 % °/4 A14Tp `lest crb
/3/5 w
t
0ti$� 3. sof / /3/5/305 00Top North Curb .60 m
Curb 3.00
WBS�
FF,)tLjr A
Q 00 36. 82'/3/5 13/5 � Nt Lon cb, v t
0/3 4o.22� 13 15
� 0D� ./305 Wmv
Tan Grade-,e 301110 to or l;7 � Q0.97
3.00 m3/86' 1)-; 'Y4 /Q /4 °/Q v
00� 44 d/s e/4 /4/3/5 I3/5 W 1 0%W m % � t� ' O
rb NZ
k' fECurb
- 07Z ?op
+
/305 3,00 Curb
FufijreooTop GLENWOOD STREET
LEUCITE AVENUE V
TRACT NO. 7939
O � � O O 6, `f j�9 �`f'Q�I,�� '•� I
" CO17Z SCut Off l�Yn//per �� O
Const d4 .//. Barricade�`
Section 4-,4CShow17 v17 N
� p
S/oAe Per
Std.305shoe/ 2 J9S /27Begl� Curb I Begin ConSf Begin Curb 6*4709 Be 6 ,,4789
47.B9 Be in Curb /8'Gutter
N 9794 ` N 9778 N 97.97 Southe1-/y Tact Line �� Soufhe1/y Ti-ocf L�i7
`�' oo `-' 3 :q Const.-41
PC.C, Sio'ewd/k
y o 6 t 75 &.3, 6 t 75 69, 6,, 75 G.B. s !/.2 lB' /B' I Per Std. /09
� 98.67 98.50 � 9867
s 4`
5
o �I Const. PCC Curb �`/B" --- ! •0. � 7�OB.68 IB.C.
Gutter Per Std. //5
c,, o
�i� s 7,1 20 42 B.C.R co +�
7+20.42 B.C.lr? 6'
98 9/ 9.58IT
-
99.74..
- - V �
y, * 00.%2 N/
^' 7157.59 o` !i/enwo d o oo.34 ECR Per Tyaca/ Section `� `D
o �� -GL E/VI�1�0OD °a
y N s�
ST �
oc 9 w Coost P.1.C. Goss-Gutter �.
y* im• m ao Per Std. //9
00.434 04/0
7 t 6.44 B.C.R co n �I 7,196 dd S.C,?Tel. ��
o � I 8,108.71 B.C.
L c� C
it ll� o�a'� ^ „ c
81, 99.9/ B.0 8135,8/ QVC. �� 8f 35. 8/ B.0 �' o 8,,35.8/3.0. `� 81.35.8/B.C, 11
y � ca n
0/99 8•VC O/.72 O/89 8.VC.
w c,, 11
n � Z,,
6k L cn ro
p 8 f 55.76 1
(P/. 0?.29)02.34 0 �' 02. 0 (P/.02/202.2 02.34 o j' p �`'� �
PR.C. \ a + 8 f 75 7/ E.V.4 Q' PRC \ o Const PC.C. Curb
02 8 E,V.C. w 02.8.E 02.9 E,VC. o
Per Std //5
Const
RCC 510(ewa/k
8t 95.e/ B✓C � �
per Sfd. /09 � �
N n
E.V.C._ !91,14.06 Qt!C. O
W 04.03 lo%04.20) - � � O
04-12 -- E V.C, 04/ Vn
j` 132.3/
04.16 04.75 TC.
04.59 - o� 04,59 - ---
(05.3
4':59- q
(05.37P. l.)
04.75�P./.45.3 J 04.75 b
/DENT/CAL O r. � ao
0 0 0N. �
U � w �
w\ w
0*0/ 06.-64 v,'o w AVENUE
0 it Le[/C/te o LEUC/TE _ ro
07.2 5.C,9 rn - - SAM
o �
rb
o ---+
06-21 05.76 to 0 o _' ` - \ /� �_
v
0138.495 2'.C.R ti 0,197.17 E.CR 0+38, 85 5C.R O t 37. /7
v o ti 0 t 5/./2 R E.C. r° s. 1 G� o; 0 48.9/ 9 E.C.
o
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o D�90 G$ O
0"90 649, 011-90
04.22 J 04-17 04.492 m O Co"7st P. C.C. S/dewa/k
Const. PC.C. Sio'ewa/k i O
L Per Str�! /09 COnSf Pavement
°` c,, � '� 3 ' 3o Per Typical Section
t ° /8' /8'
4'
as O's
w i
\ �,' w Const OCC Curb �`/8"6`utter Const PCC Curb e/8""Gutter '
Per Std. //5 Per Std //5
y �
2 X20 B, 2 t 24.55 B.Y.C.
O/2 2 f 35,9d !�E.C. o w
o �
o\� 2,,4d.55 2 t QB 2/ E.C.R O f �� 2 f 48.2/ E.C.R. O
2,,d9,89 16-CR ° +�v, 2 49.89 E.C,R.
O 3 t Ob 8 CRI 00 58) O�
oa/2 :� w 2 f 64.55E.VC. oio W s �'
0#.92 99.72 �►
ii cD c o ro
99.74 v 00.9 a W6„ ���s�`9s�� `s`o�� o� o a a
of/o a.c.a. AVENUE
99.56 6.C,,e 2f,97.06 dk1&SMa,7 � w'' S.M.H
o Co./5 N SMA N
o �J
00 0�
w w w11311,
op cb `"' \ W Ws"
o t ooBa/sa BALSA S.M.H. STREET
/_2.69 C.R /3./.3 /39/ B.CR a� � ��
/2.493 /_493 `e o mv� _
/3.0/ _ w 4 f 22.50
_/3_.22 /2.69
O 138 C Of42.50 O f38 E:CR � p Ot38 E.C.R. Ot39 E.C.R.
w y /3. (P./ /3.62) u, I `? 'Ts L
j ^, �,;, > 0"50 !2 E.C. ? �� 0,150 '0 E,C.
0+062 50 f6. O t 62. 50 - � {'30" 30
/Z o ti o o� Const. P.C.C.S�o'ewa/k Const PC.C. Side�va/kh
27 Per Std /09 Per Std /09
��lw
� �
�f 05
;� x o QS tRt,y
ee,
o o - ` Const P.C.C. Curb �'/B`" 'a Const. Pavement Per Typice/ Section
\ Gutter Aer 5'd //5 ~`
Const PCC C4r-b /8 Gutter Ger Stix! //S
e
Norther/ Tract L��e Norther/ Trdef Line
End Curb h End Co St Erd Cur s �
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